[1] 王驹, 范显华,徐国庆,等.中国高放废物地质处置十年进展[M].北京:原子能出版社, 2004.Wang Ju, Fan Xianhua, Xu Guoqing,et al. The Decade Progress of High Level Radioactive Waste Disposal in China. Beijing: Atomic Energy Press, 2004.[2] Priest SD,Hudson J.Discontinuity spacing in rock. Int. J.Rock Mech.Min. Sci. ,1976, 13:135~148.[3] Kulatilake PHSW,Wu TH.Estimation of mean trace length of discontinuities. Rock Mech. Rock Eng. ,1984, 17:215~232.[4] Dershowitz WS,Einstein HH.Characterizing rock joint geometry with joint system models. Rock Mech. Rock Eng. ,1988, 21:21~51.[5] Chile's JP.Fractal and geostatistical methods for modelling of a fracture network.Math. Geol. ,1987, 20:631~654.[6] Ayalew L,Reik G,Busch W.Characterizing weathered rock masses-A geostatistical approach. Int. J.Rock Mech.Min. Sci. ,2002, 39:105~114.[7] Rafiee, M.Vinches. Application of geostatistical characteristics of rock mass fracture systems in 3D model generation.International Journal of Rock Mechanics & Mining Sciences, 2008, 45:644~652.[8] 张仁铎. 空间变异理论及应用[M].北京:科学出版社, 2005.Zhang Renduo. Spatial Variability Theory and Applications. Beijing: Science Press, 2005.[9] 徐建华. 现代地理学中的数学方法(第二版)[M].北京:高等教育出版社, 2002.Xu Jianhua. Mathematical Methods in Modern Geography(second edition).Beijing: Higher Education Press, 2002.[10] 杨继红, 刘汉东,等.考虑土性参数空间变异性的边坡可靠度分析[J].工程地质学报, 2007, 15 (2): 205~211.Yang Jihong, Liu Handong, et al. Reliability analysis of slope stability taking into consideration of spatial variability of soil parameters. Journal of Engineering Geology, 2007, 15 (2): 205~211.[11] 张先伟, 孔令伟,郭爱国,拓勇飞.湛江强结构性黏土的物理力学性质指标及相关性分析[J].工程地质学报, 2011, 19 (4): 447~454.Zhang Xianwei, Kong Lingwei, Guo Aiguo, Tuo Yongfei. Physical and mechanical indexes and correlation analysis of clay with noticeble structures in Zhanjiang area. Journal of Engineering Geology, 2011, 19 (4): 447~454.[12] 王华敬, 胡应德,吴光先.固结系数的空间变异性对一维固结的影响分析[J].工程地质学报, 2006, 14 (5): 627~631.Wang Huajing, Hu Yingde, Wu Guangxian. Influence of the spatial variability of the coefficient of consolidation on the one-dimensional consolidation of soft soils. Journal of Engineering Geology, 2006, 14 (5): 627~631.[13] 卢永森.GPS-RTK在地质测绘应用与探讨[J].现代测绘, 2010, 33 (3): 31~33.Lu Yongsen. Application and discussion about GPS-Ptk in geological mapping. Modern Surveying and Mapping, 2010, 33 (3): 31~33.[14] 汤国安, 杨昕.ArcGIS地理信息系统空间分析实验教程[M].北京:科学出版社, 2006.Tang Guo'an, Yang Xin. The ArcGIS Experimental Course of Spatial Analysis about Geographic Information System. Beijing: Science Press, 2006.[15] Dershowitz William,Herda Hans H.Interpretation of fracture spacing and intensity. U.S.Symposium on Rock Mechanics.1992,757.[16] 李晓昭, 周扬一,等.测量统计范围大小对结构面迹长估计的影响[J].岩石力学与工程学报, 2011, 30 (10): 2049~2056.Li Xiaozhao, Zhou Yangyi, et al. Effects of measurement range on estimation of trace length of discontinuities. Chinese Journal of Rock Mechanics and Engineering, 2011, 30 (10): 2049~2056.[17] Esri Support Center.How Spatial Autocorrelation: Moran's I(Spatial Statistics) works.2009, 1.http: //webhelp.esri.com/arcgisdesktop/9.3/index.cfm?TopicName=How%20Spatial%20Autocorrelation: %20Moran's%20I%20(Spatial%20Statistics)%20works.[18] Dae S.Young, Steven F.Hoerger.岩体裂隙的空间变化性和地质统计学模型[J].地质科技情报, 1988, 7 (1): 110~115.Dae S.Young, Steven F.Hoerger. The spatial variation and geostatistical model of rock fracture. Geological Science and Technology Information, 1988, 7 (1): 110~115.[19] Raymond Munier, Svensk Kärnbränslehantering AB.Statistical Analysis of Fracture Data, Adapted for Modelling Discrete Fracture Networks-Version 2.SKB R-04-66, 2004, 8:20~47.
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